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Volumn 5, Issue 2, 2011, Pages 140-171

Three-dimensional analysis of masonry vaults using limit state analysis with finite friction

Author keywords

friction; limit analysis; masonry; pavilion vaults; vaults

Indexed keywords

BUILDINGS; FRICTION; INTERFACE STATES;

EID: 79952021578     PISSN: 15583058     EISSN: 15583066     Source Type: Journal    
DOI: 10.1080/15583050903367595     Document Type: Review
Times cited : (73)

References (45)
  • 2
    • 33947409484 scopus 로고    scopus 로고
    • Computational analysis of masonry structures with a funicular model
    • Andreu, A., L. Gil, and P. Roca. 2007. Computational analysis of masonry structures with a funicular model. Journal of Engineering Mechanics, ASCE 133(4):373-480.
    • (2007) Journal of Engineering Mechanics, ASCE , vol.133 , Issue.4 , pp. 373-480
    • Andreu, A.1    Gil, L.2    Roca, P.3
  • 4
    • 0032141962 scopus 로고    scopus 로고
    • Limit analysis for no-tension and frictional three-dimensional discrete systems
    • Baggio, C., and P. Trovalusci. 1998. Limit analysis for no-tension and frictional three-dimensional discrete systems. Mechanics of Structures and Machines 26(3):287-304.
    • (1998) Mechanics of Structures and Machines , vol.26 , Issue.3 , pp. 287-304
    • Baggio, C.1    Trovalusci, P.2
  • 6
    • 0028381380 scopus 로고
    • Stability of masonry piers and arches including sliding
    • Boothby, T. E. 1994. Stability of masonry piers and arches including sliding. Journal of Engineering Mechanics 120(2):304-319.
    • (1994) Journal of Engineering Mechanics , vol.120 , Issue.2 , pp. 304-319
    • Boothby, T.E.1
  • 8
    • 33745640964 scopus 로고    scopus 로고
    • A micromechanical inelastic model for historical masonry
    • Calderini, C., and S. Lagomarsino. 2006. A micromechanical inelastic model for historical masonry. Journal of Earthquake Engineering 10(4):453-479.
    • (2006) Journal of Earthquake Engineering , vol.10 , Issue.4 , pp. 453-479
    • Calderini, C.1    Lagomarsino, S.2
  • 11
    • 0024035088 scopus 로고
    • Formulation of three-dimensional distinct element model-part I: A scheme to detect and represent contacts in a system composed of masonry polyhedral blocks
    • Cundall, A. 1971. Formulation of three-dimensional distinct element model-part I: a scheme to detect and represent contacts in a system composed of masonry polyhedral blocks. International Journal of Rock Mechanics and Mining Sciences and Geomechanics 25(3):107-116.
    • (1971) International Journal of Rock Mechanics and Mining Sciences and Geomechanics , vol.25 , Issue.3 , pp. 107-116
    • Cundall, A.1
  • 18
    • 85143603552 scopus 로고
    • Coulomb friction, plasticity and limit load
    • Drucker, D. C. 1954. Coulomb friction, plasticity and limit load. Journal of Applied Mechanics 21(1):71-74.
    • (1954) Journal of Applied Mechanics , vol.21 , Issue.1 , pp. 71-74
    • Drucker, D.C.1
  • 19
    • 0035216325 scopus 로고    scopus 로고
    • Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints
    • Ferris, M. C., and F. Tin-Loi. 2001. Limit analysis of frictional block assemblies as a mathematical program with complementarity constraints. International Journal of Mechanical Sciences 43(1):209-224.
    • (2001) International Journal of Mechanical Sciences , vol.43 , Issue.1 , pp. 209-224
    • Ferris, M.C.1    Tin-Loi, F.2
  • 20
    • 85040265400 scopus 로고
    • Berlin, Germany: Springer & Verlag
    • Flügge, W. 1973. Stresses in shells. Berlin, Germany: Springer & Verlag.
    • (1973) Stresses in Shells
    • Flügge, W.1
  • 21
    • 0023979362 scopus 로고
    • Application of the mechanism analysis to masonry arches
    • Harvey, W. J. 1988. Application of the mechanism analysis to masonry arches. Structural Engineer 66(5):77-84.
    • (1988) Structural Engineer , vol.66 , Issue.5 , pp. 77-84
    • Harvey, W.J.1
  • 28
    • 0343053686 scopus 로고
    • A computational model for the limit analysis of three-dimensional masonry structures
    • Livesley, R. K. 1992. A computational model for the limit analysis of three-dimensional masonry structures. Meccanica 27(3):161-172.
    • (1992) Meccanica , vol.27 , Issue.3 , pp. 161-172
    • Livesley, R.K.1
  • 31
    • 0001725915 scopus 로고    scopus 로고
    • A multi-surface interface model for the analysis of masonry structures
    • Lourenço, P. B., and J. G. Rots. 1997. A multi-surface interface model for the analysis of masonry structures. Journal of Engineering Mechanics, ASCE 123(7):660-668.
    • (1997) Journal of Engineering Mechanics, ASCE , vol.123 , Issue.7 , pp. 660-668
    • Lourenço, P.B.1    Rots, J.G.2
  • 32
    • 3042742490 scopus 로고    scopus 로고
    • Characterization of cyclic behavior of dry masonry joint
    • Lourenço, P. B. and L. F. Ramos. 2004. Characterization of cyclic behavior of dry masonry joint. Journal of Structural Engineering, ASCE 130(5):779-786.
    • (2004) Journal of Structural Engineering, ASCE , vol.130 , Issue.5 , pp. 779-786
    • Lourenço, P.B.1    Ramos, L.F.2
  • 34
    • 0017892315 scopus 로고
    • Associated and non-associated sliding rules in contact friction problems
    • Michalowski, R., and Z. Mróz. 1978. Associated and non-associated sliding rules in contact friction problems. Archives of Mechanics 30: 259-276.
    • (1978) Archives of Mechanics , vol.30 , pp. 259-276
    • Michalowski, R.1    Mróz, Z.2
  • 37
    • 0033207515 scopus 로고    scopus 로고
    • Funicular analysis of masonry vaults
    • O'Dwyer, D. 1999. Funicular analysis of masonry vaults. Computer and Structures 73(1-5):187-197.
    • (1999) Computer and Structures , vol.73 , Issue.1-5 , pp. 187-197
    • O'Dwyer, D.1
  • 38
    • 19944375863 scopus 로고    scopus 로고
    • Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional interfaces and limit analysis formulation
    • Orduna, A., and P. Lourenço. 2005a. Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional interfaces and limit analysis formulation. International Journal of Solids and Structures 42(18):5140-5160.
    • (2005) International Journal of Solids and Structures , vol.42 , Issue.18 , pp. 5140-5160
    • Orduna, A.1    Lourenço, P.2
  • 39
    • 19944414377 scopus 로고    scopus 로고
    • Three-dimensional limit analysis of rigid blocks assemblages. Part II: Load-path following solution procedure and validation
    • Orduna, A., and P. Lourenço. 2005b. Three-dimensional limit analysis of rigid blocks assemblages. Part II: Load-path following solution procedure and validation. International Journal of Solids and Structures 42(19):5161-5180.
    • (2005) International Journal of Solids and Structures , vol.42 , Issue.19 , pp. 5161-5180
    • Orduna, A.1    Lourenço, P.2
  • 40
    • 0041392656 scopus 로고
    • A limit theorem for materials with non associated flow laws
    • Palmer, A. C. 1966. A limit theorem for materials with non associated flow laws. Journal de Mécanique 5(2):217-222.
    • (1966) Journal de Mécanique , vol.5 , Issue.2 , pp. 217-222
    • Palmer, A.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.